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HomeMy WebLinkAbout10-99 Faith Baptist Church - Opequon - Backfile1 9 + NOTES Date: ;3-.5-qg File opened Reference Manual updated/number assigned D-base updated -q q PekjAe given to Renee' to update Application Action Summary CLOSE OUT FILE: S-/l-99 Approval (or denial) letter mailed to applicant/copy made for file ►/ File stamped "approved", "denied" or "withdrawn" ,/ Reference Manual updated D-base updated 5 �fe given to Renee' for final update to Application Action Summary U ACuo RConunonNG EN E R1C.T RK Revised 11/2198 r- CAS" _ • RECEIPT ACCOUNT HOW PAID Granusfitu n0mallme 151 Windy I fill lane Winchester, Virginia 22602 V Founded in 1971 November 22, 1999 County of Frederick Department of Planning 107 N Kent Street Winchester, VA 22601 LJ Attn: Chris Mohn, Planner Re: Faith Baptist Church Dear Mr. Mohn: I am writing this letter as requested for Fred Hudson of Faith Baptist Church in regards to the landscaping and the dumpster at the site. The purpose of the hedgerow proposed on the site plan was to prevent headlights in the parking lot from shining onto neighboring lots. The owner made the decision to provide a three-foot tall berm instead the hedgerow since the County Ordinance allows either. This does not adversely affect the engineering of the site plan. The church will be disposing of their waste offsite; therefore, the proposed dumpster shown on the site plan will not be constructed at this time. This has been done a number of times with our site plans in the past and the proposed dumpster location was shown for your benefit should the church or you ever deem that a dumpster is necessary. Sincerely, Greenway Engineering Gary R. Oates NOV 2, 3 1999 DEPT, OF PLMNINQUEVELOPMENT Engineers Surveyors Telephone 5d0-662-4185 FAX 5,10-722-9528 119 COUP,TTY of FREDERICK Defi.a.rtment of Plnnnin; and DEvelopiinant 540/665-5651 FAX: 540/678-0682 May 12, 1999 Mr, Scott Stickley Greenway Engineering 151 Windy Hill Lane Winchester, Virginia 22602 RE: Approval of Faith Baptist Church Site Development Plan (910-99) Property Identification Number (PIN): 86-A-72 Dear Scott: The Frederick County Department of Planning and Development administratively approved the above -referenced site plan on May 10, 1999. This site plan, for the development of a church facility, meets all County requirements for development within the RA (Rural Areas) Zoning District. Specifically, the site plan delineates a principal facility consisting of 7,156 square feet that will be served by 71 parking spaces to include five designed for handicapped use. The site plan also identifies areas for the future expansion of the facility, which will involve a sanctuary 4,080 square feet in area, as well as 2,190 square feet for accessory activities. Upon such expansion, the facility will be served by a total of 139 parking spaces. The site plan also includes the provision of perimeter parking lot landscaping that consists of an evergreen hedgerow. I have provided you with several copies of the approved site plan. Please forward these approved plans to the owner and advise the owner to keep an approved copy for their files. Furthermore, the owner should ensure that an approved copy is maintained on the construction site throughout the development process. Once site development has been completed, the owner should contact this office to schedule an on -site inspection. Please do not hesitate to contact me should you have any questions or need for elaboration regarding this letter. Sincerely, Q_V�NQ_ Christopher M. Mohn Planner II CMM/cc cc: Robert M. Sager, Opequon District Supervisor Garland Miller, Economic Development Commission Jane Anderson, Real Estate Joe Wilder, Public Works U.\Chris\cotnmon\Site PlanUaith baptist.apr.wpd 107 North Dent Street • Winchester, Virginia 22601-5000 l ;�lttl! I: �._�� �; • ;).fi,E:sair' >Tr-i1�L�F�:� � COUNTY of FREDERICK Department of Planning and Development 540/665-5651 FAX: 540/ 678-0682 August 15, 1996 Mr. Charlie J. Watson Faith Baptist Church 122 Fredericktowne Drive Stephens City, Virginia 22655 RE: Sewer Extension Request for Faith Baptist Church, P.I.N. #86-A-72 Dear Mr. Watson: The Frederick County Board of Supervisors approved the request by Faith Baptist Church for an extension of sewer and water service beyond the County's Sewer and Water Service Area at their meeting of August 14, 1996. This request was approved with the stipulation that the sewer line be extended to the proposed church by the most direct route from its location on the west side of Double Churches Road (Rt. 641) and that the line be sized solely for the single use of the proposed church. Good luck with your project and if I can be of further assistance to you, please do not hesitate to give me a call. Sincerely yours, Kris C. Tierney, AICP Interim Planning Director KCT/rsa cc: Wellington H. Jones, Sanitation Authority File: H:\WP\RENEE\LETTERS\FtVTHBAP.KCT 107 North Kent Street • Winchester. Virginia 22601-5000 w p� - (t �I w i tint , COMMONWEALTH ®f VIRCjI IA DEPARTMENT OF TRANSPORTATION DAVID R. GEHR EDINBURG RESIDENCY JERRYA. COPP COMMISSIONER 14031 OLD VALLEY PIKE RESIDENT ENGINEER P.O. BOX 278 TELE (540) 984-5600 EDINBURG, VA 22824-0278 FAX (540)984-5607 March 26, 1999 Mr. Gary Oates, Site Planner C/O Greenway Engineering 151 Windy Hill Lane Winchester, VA 22602 Dear Gary: Ref: Faith Baptist Church Route 641 (Double Church Road) Frederick County We have received your revised site plan dated March 25, 1999 for the referenced project. It appears all of our earlier review comments have been satisfactorily addressed. Please advise the owner of our approval. Also please provide seven sets of approved construction plans with signed seal for VDOT distribution. The appropriate land use permit may now be applied for to cover work within the Route 641 right-of-way. The permit is issued by this office and will require a minimum processing fee, surety bond coverage, and the salary & expenses of a State assigned Inspector. A copy of any/all plats of dedication for drainage easements or additional right-of-way required for implementation of this proposed project should be provided to VDOT prior to issuance of any land use permits. Dedication should be made to the Commonwealth of Virginia. Once satisfactory application has been made, a permit will normally take approximately thirty days to process and issue. Should you have any questions, do not hesitate to call. Sincerely, Barry J. Sweitzer, Trans. Roa way Engineer For: Steven A. Melnikoff, Transportation Engineer BJS/rf xc: Mr. Dave Heironimus Mr. Kris Tierney RECEIVED MAR 3 1 1999 DEPT, OF PLANNING/DEVELOPMENT WE KEEP VIRGINIA MOVING r T 0 • Request for Site Plan Comments Virginia Department of Transportation Mail to: Hand deliver to: Virginia Department of Transportation Virginia Department of Transportation Attn: Resident Engineer 1550 Commerce Street P.O. Box 278 Winchester, VA Edinburg, Virginia 22824-0278 (540) 722-3460 (540) 984-5600 Please fill out the information as accurately as possible in order to assist the Virginia Department of Transportation with their review. Please attach five (5) copies of the site plan with traffice generation data and drainage calculations with this sheet. Applicant's Name: Greenway Engineering Address: 151 Windy Hill Lane Winchester, VA 22602 Phone Number: (540) 662-4185 Fax (540) 722-9528 Name of development and/or description of the request: Faith Baptist Church Location of property: Double Church Road, Stephen City Virginia Department of Transportation's Comments: see attached letter from VDOT to Greenway Engineering dated 03/26/99. I: VDOT'use only E Date received3 4 9 9 Tncamplctc.. .Date reviewed 33I Q Signature and Date Signature and Date (revision), 03/26/9, COUNTY of FREDIEI( ICK Depart nent of Public 10/orlCs 540/665-5643 FAX: 540/673-0632 April 2, 1999 Mr. Mark D. Smith, P.E. Greenway Engineering 151 Windy Hill Lane Winchester, Virginia 22602 RE: Feiith_Baptist Church - Site Plan Comments - Frederick County, Virginia Dear Mark: Upon review of the subject site plan, we offer the following comments: The proposed triple 30 inch RCPs will create a backwater condition. Provide additional calculations indicating that the private lane located north of the pond will not be inundated by the backwater from a 100-year design storm. 2. Provide calculations for the twin 24 inch RCP culverts analyzing the backwater conditions as they are considerably smaller in size than the upstream triple 30 inch RCPs. 3. The entire drainage channel shall be placed within a dedicated drainage easement. Also, analyze the lining of the proposed channel to ensure the proposed velocities will not create erosion problems from a two-year design storm in accordance with M S-19 of the erosion and sediment control law. 4. A temporary sediment trap shall be placed on -site to contain the erosion run-off. Provide calculations, size and details for the sediment trap. 5. Place a note on the plan indicating that a land disturbance permit will be required prior to initiating any site grading work. Also, an on -site meeting with the contractor and a representative from this department will be required prior to 107 North Kent Street m Winchester, Virginia 22601-3000 • 0 Faith Baptist Church Page 2 April 2, 1999 commencing site work. Once these comments are addressed, submit two copies of the site plan for further review. If you have any questions, do not hesitate to contact me. Sincerely, l.liJ Joe C. Wilder Engineering Technician Department of Public Works JCW/kc cc • • Founded in 1971 Y1 GREENWAY ENGINEERING 151 Windy Hill Lane Winchester, Virginia 22602 FAITH BAPTIST CHURCH STORMWATER MANAGEMENT COMPUTATIONS FREDRRICK COUNTY, VIRGINIA April 26,1999 Fq "31 4 "G7,. OWNER/DEVELOPER: TRUSTEES OF FAITH BAPTIST CHURCH 104 BARKWOOD DRIVE STEPHENS CITY, VA 22655 (540) 868-1795 PREPARED BY: GREENWAY ENGINEERING 151 WINDY HILL LANE WINCHESTER, VA 22602 (540)662-4185 Engineers Surveyors Telephone 5,10-662.4185 FAX 5,10.722.9528 CONTENTS Stormwater Management Narrative Drainage Map Brandy Lane Culvert Computations Stormwater Management Computations Temporary Sediment Basin Computations STORMWATER MANAGEMENT NARRATIVE Faith Baptist Church Stormwater Management Narrative Site Conditions The existing site conditions for the church facility consist of open fields with cedar scrubs on the eastern half of the property. The church building will be located in an area that is currently open space and at the top of the drainage divide. There currently is a problem along Double Church Road with drainage. The existing topography is flat enough to cause runoff to pond in the southwest corner of the property and will only reach the 42"x29" CMPA under Double Church Road if there is a very large storm. This site plan proposes a channel controlled by culverts to handle the runoff from Brandy Lane, extend a ditch to the 42"x29" CMPA to achieve the needed drainage improvements and install larger culverts under Brandy Lane to relieve existing drainage problems to the north of that road. Analysis Currently, Brandy Lane is controlled by a 12" culvert that is undersized for the 14.2 acres draining to it. This plan proposes that the 12" culvert be replaced with three 24" culverts to alleviate existing drainage problems. These culverts will pass runoff onto the church property from the north. The proposed entrance to this site is approximately 50 feet downstream of the Brandy Lane culverts and will have three 24" RCP's under it to convey 15.0 acres of runoff through the property. A basin with approximately 14,600 cubic feet of total storage volume will be constructed between the Brandy Lane culverts and the entrance culverts. The basin will reduce runoff by 2.8 cfs for the 10-year storm and 7.4 cfs for the 100-year storm. The water surface elevation for the 100-year storm is 748.37, which is contained within the limits of the basin. A drainage ditch downstream of the entrance culverts will convey flow to a 24" RCP culvert that crosses the proposed sanitary sewer line. The total storage volume of the ditch is approximately 23,400 cubic feet. This ditch will reduce runoff from the 10- year storm by 10.7 cfs and 19.8 cfs for the 100-year storm. Both the basin and the drainage ditch have been routed for the 2-year, 10-year and 100-year storm events. The computations are on the following pages. The 24" RCP culvert outfalls into a ditch that conveys runoff to the existing 42"x29" CMPA under Double Church Road. The plans prepared for that culvert showed a full flow capacity of 35 cfs. The culverts located on -site have been sized to ensure that the 42"X29" CMPA culvert will not be over burdened due to the increase in runoff associated with the project. Conclusion Stormwater management for this development is satisfied by the use of the basin and drainage ditch. The drainage shed to the proposed 24" RCP culvert is 18.1 acres. The c-factor for the drainage shed will increase by 0.05 due to this development (1.7 acres impervious which includes Phase II development). This will result in an increase in peak flow for the 18.1 acres of 3.0 cfs, 4.1 cfs and 6.0 cfs for the 2-year, 10-year and 100- year storms respectively. The proposed improvements will detain runoff by 5.8 cfs, 10.7 cfs and 19.8 cfs for the 2-year, 10-year and 100-year storms respectively. These drainage improvements will also satisfy the future Phase II development runoff requirements. Calculations Tc = 15 min. I2 = 3.3 in/hr I io =4.6 in/hr I,00=6.6 in/hr Pre -development for Drainage Shed Qz= (0.36) (3.3 in/hr) (18.1 acres) = 21.5 cfs Qto= (0.36)(4.6 in/hr)(18.1 acres)=30.0 cfs Q100= (0.36)(6.6 in/hr)(18.1 acres)=43.0 cfs Post -development for Drainage Shed Qz= (0.41) (3.3 in/hr) (18.1 acres) = 24.5 cfs Q,o= (0.41)(4.6 in/hr)(18.1 acres)=34.1 cfs Qioo= (0.41)(6.6 in/hr)(18.1 acres)=49.0 cfs Increase in Runoff for Drainage Shed Qz= 3.0 cfs Q10= 4,1 cfs Q100= §.0 cfs 4M9unt of Runoff Detained for Drainage She Qz = 5.8 cfs Qio= 10.7 cfs Qioo= 19.8 cfs 0 0 DRAINAGE MAP 0 • BRANDY LANE CULVERT COMPUTATIONS u • Solve For: Headwater Elevation Culvert Calculator Report Brandy Lane Culvert Culvert Summary Allowable HW Elevation Computed Headwater Elevation Inlet Control HW Elev Outlet Control HW Elev 750.00 ft 750.25 ft 750.00 ft 750.25 ft Headwater Depth/ Height Discharge Tailwater Elevation Control Type 1.07 31.20 cfs 750.00 ft Outlet Control Grades Upstream Invert Length 748.12 ft 25.00 ft Downstream Invert Constructed Slope 748.00 ft 0.004800 Wit Hydraulic Profile Profile M1 Depth, Downstream 2•00 ft Slope Type Mild Normal Depth 1.19 ft Flow Regime Subcritical Critical Depth 1.15 ft Velocity Downstream 3.31 ft/s Critical Slope 0.005274 ft/ft Section Section Shape Circular Mannings Coefficient 0.013 Section Material Concrete Span 2.00 ft Section Size 24 inch Rise 2•00 ft Number Sections 3 Outlet Control Properties Outlet Control HW Elev 750.25 ft Upstream Velocity Head 0.17 ft Ke 0.20 Entrance Loss 0.03 ft Inlet Control Properties Inlet Control HW Elev 750.00 ft Flow Control Unsubmerged Inlet Type Groove end projecting Area Full 9.4 ft2 K 0.00450 HDS 5 Chart 1 M 2.00000 HDS 5 Scale 3 C 0.03170 Equation Form 1 y 0.69000 Project Title: Faith Baptist Church Project Engineer: Scott Stickley x:yobfiiles\2328-faith baptist church\projectl .cvm Academic Edition CulvertMaster v1.0 04/21/99 04:35:35 PM O Haestad Methods, Inc. 37 Brookside Road Watorbury, CT 06708 USA (203) 755-1666 Page 1 of 1 STORMWATER MANAGEMENT COMPUTATIONS Reservoir Re olr Page , Reservoir No. 1 Entrance Culverts Culvert / Orifice Structures Weir Structures [A] [B] [C] [A] [B] [C] Rise (in) = 24.0 0.0 0.0 Crest Len (ft) = 0.0 0.0 0.0 Span (in) = 24.0 0.0 0.0 Crest El. (ft) = 0.00 0.00 0.00 No. Barrels = 3 0 0 Weir Coeff. = 3.00 3.00 3.00 Invert El. (ft) = 747.45 0.00 0.00 Eqn. Exp. = 1.50 1.50 1.50 Length (ft) = 50.0 0.0 0.0 Multi -Stage = No No No Slope (%) = 0.00 0.00 0.00 N-Value = .013 .013 .013 Orif. Coeff. = 0.60 0.60 0.60 Multi -Stage = --- No No Tailwater Elevation = 0.00 ft Note: All outflows have been analyzed under inlet and outlet control. Stage / Storage / Discharge Table Stage Storage Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Discharge (ft) (cuft) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 0.0 00 747.45 0.00 --- --- --- --- --- 0.00 0.1 145 747.51 2.60 --- --- --- --- 2.60 0.1 290 747.56 10.64 --- --- --- --- --- 10.64 0.2 435 747.61 13.03 --- --- --- -- --- 13.03 0.2 580 747.67 15.05 --- -- --- -- --- 15.05 0.3 725 747.72 16.83 --- --- --- -- --- 16.83 0.3 870 747.78 18.43 --- -- --- -- -- 18.43 0.4 1,015 747.83 19.91 - --- --- -- --- 19.91 0.4 1,160 747.89 21.28 -- --- --- --- --- 21.28 0.5 1,305 747.94 22.57 -- --- -- --- --- 22.57 0.6 1,450 748.00 23.80 - -- --- --- -- 23.80 0.8 2,770 748.20 27.79 -- -- --- - -- 27.79 0.9 4,091 748.40 31.28 -- --- --- --- --- 31.28 1.1 5,411 748.60 34.41 --- --- --- 34.41 1.4 6,731 748.80 37.28 --- -- --- 37.28 1.6 8,052 749.00 39.95 --- -- --- 39.95 1.8 9,372 749.20 42.45 -- --- --- -- --- 42.45 2.0 10,692 749.40 44.81 --- --- --- -- --- 44.81 2.2 12,012 749.60 48.66 --- --- -- --- --- 48.66 2.4 13,333 749.80 52.72 --- --- --- 52.72 2.5 14,653 750.00 56.49 -- --- --- -- -- 56.49 • Stage / Storage 2.s 2.0 1.5 Stage (ft) 1.0 0.5 0.0 0 5000 10000 15600 Storage (cult) Admkk 2.5 2.0 1.5 Stage (ft) 1.0 0.5 00 Stage / Discharge 0 10 20 30 40 50 60 Discharge (cfs) Hydrograph Rep9 • Page 1 Hyd. No. 12 2-yr Entrance Culverts Hydrograph type = Reservoir Peak discharge = 18.04 cfs Storm frequency = 2 yrs Time interval = 1 min Inflow hyd. No. = 1 Reservoir name = Entrance Culver Max. Elevation = 747.77 ft Max. Storage = 835 cuft Storage Indication method used. Total Volume = 17,313 cult, 0.397 acft Hydrograph Discharge Table Time Inflow Elevation Culy. A Culv. B Cum C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 0.15 11.54 747.57 10.92 ----- ----- ----- ----- --- 10.91 0.17 12.82 747.59 11.75 ----- ----- ----- ----- ----- 11.75 0.18 14.11 747.61 12.89 ----- ----- ----- ----- ---- 12.89 0.20 15.39 747.64 14.00 ----- ----- ----- ---- ----- 14.00 0.22 16.67 747.67 15.18 ----- ----- ----- ----- ----- 15.18 0.23 17.95 747.71 16.33 ---_ ____ ----- ----- ____ 16.33 0.25 19.24 << 747.75 17.49 ----- ----- ----- ----- --- 17.49 0.27 17.95 747.77 << 18.04 ---- ----- ----- ---- --- 18.04 << 0.28 16.67 747.75 17.68 ----- ----- ----- ---- ----- 17.68 0.30 15.39 747.73 16.86 ---- ---- ----- ----- --- 16.86 0.32 14.11 747.69 15.73 ----- ----- --- ----- ----- 15.73 0.33 12.82 747.65 14.46 ----- ----- ---- ---- --- 14.46 0.35 11.54 747.62 13.12 ----- ----- ---- ----- ---- 13.12 0.37 10.26 747.58 11.66 ----- ----- ---- ----- ---- 11.66 0.38 8.98 747.56 10.02 ----- ----- ----- ----- ----- 10.01 ...End l Re PA p Pape , Hyd. No. 11 10-yr Entrance Culvert Hydrograph type = Reservoir Peak discharge = 24.19 cfs Storm frequency = 10 yrs Time interval = 1 min Inflow hyd. No. = 2 Reservoir name = Entrance Culver Max. Elevation = 748.02 ft Max. Storage = 1,579 cult Storage Indication method used. Total Volume = 24,277 cult, 0.557 acft Hydrograph Discharge Table Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 0.10 10.79 747.56 10.25 ----- ----- ----- ----- ----- 10.25 0.12 12.59 747.58 11.39 ----- ----- ---- ----- ---- 11.39 0.13 14.39 747.61 12.78 ----- ----- ----- ---- ----- 12.78 0.15 16.18 747.65 14.28 ----- ----- ---- ----- ----- 14.28 0.17 17.98 747.69 15.85 ----- ----- ----- ---- ----- 15.85 0.18 19.78 747.75 17.43 --- ----- ----- ----- ---- 17.43 0.20 21.58 747.80 19.02 ----- ----- ----- ----- ----- 19.02 0.22 23.38 747.86 20.60 ----- ---- ----- - -- ----- 20.60 0.23 25.18 747.93 22.18 ---- ----- ----- ----- ----- 22.18 0.25 26.97 << 748.00 23.77 ----- ----- ----- ---- ---- 23.77 0.27 25.18 748.02 24.17 ---- ----- ----- ---- ---- 24.17 0.28 23.38 748.02 << 24.19 ---- ----- ----- ----- ---- 24.19 << 0.30 21.58 748.01 23.90 ----- ----- ----- ----- ----- 23.90 0.32 19.78 747.95 22.75 ----- ---- ----- --- ---- 22.75 0.33 17.98 747.88 21.12 --- ----- ----- ---- ----- 21.12 0.35 16.18 747.81 19.30 ----- ----- ----- ---- ---- 19.30 0.37 14.39 747.74 17.35 ----- ----- ----- ----- ----- 17.35 0.38 12.59 747.68 15.32 ----- ----- ----- ---- ----- 15.32 0.40 10.79 747.62 13.21 ----- ----- ----- ----- ----- 13.21 0.42 8.99 747.57 11.03 ----- ----- ----- --- --- 11.03 ... End • Hydrograph Re t Page p Hyd. No. 10 100-yr Entrance Culver Hydrograph type = Reservoir Peak discharge = 30.81 cfs Storm frequency = 100 yrs Time interval = 1 min Inflow hyd. No. = 3 Reservoir name = Entrance Culver Max. Elevation = 748.37 ft Max. Storage = 3,915 cult Storage h6cation method used. Total Volume = 34,415 cult, 0.790 aeft Hydrograph Discharge Table Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (cis) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 0.08 12.75 747.58 11.36 ----- ----- ----- ---- --- 11.36 0.10 15.30 747.62 13.11 ---- ----- ----- ----- ----- 13.11 0.12 17.85 747.67 15.14 ----- ----- ----- ----- ----- 15.14 0.13 20.39 747.74 17.25 ---- ---- ----- ---- ---- 17.25 0.15 22.94 747.82 19.39 ----- ---- ---- ----- ----- 19.39 0.17 25.49 747.90 21.54 --- ---- ----- ----- ----- 21.54 0.18 28.04 748.00 23.70 ----- ----- ----- ----- ----- 23.70 0.20 30.59 748.04 24.69 --- ----- ---- --- --- 24.69 0.22 33.14 748.10 25.88 --- ----- ----- ----- ----- 25.88 0.23 35.69 748.18 27.30 ----- ----- ---- ---- ----- 27.30 0.25 38.24 << 748.26 28.78 ----- ----- ----- ----- ----- 28.78 0.27 35.69 748.33 29.98 --- --- --- --- ----- 29.98 0.28 33.14 748.36 30.63 ----- ----- ----- ----- ----- 30.63 0.30 30.59 748.37 << 30.81 -- ---- ----- -- ----- 30.81 << 0.32 28.04 748.36 30.59 ----- ---- ----- ---- ----- 30.59 0.33 25.49 748.33 30.03 --- --- ----- --- 30.03 0.35 22.94 748.28 29.18 ----- ----- ----- ----- ----- 29.18 0.37 20.39 748.22 28.08 --- ----- ----- ---- ----- 28.08 0.38 17.85 748.14 26.62 ---- ----- ----- ----- ----- 26.62 0.40 15.30 748.06 24.95 -- ----- ----- ----- ---- 24.95 0.42 12.75 747.93 22.17 ----- ---- ----- ----- 22.17 0.43 10.20 747.74 17.27 ---- ---- ---- ----- ----- 17.27 0.45 7.65 747.60 12.55 ----- ----- ----- ---- ----- 12.55 End Reservoir Report 0 • Page 1 Reservoir No. 2 Sanitary Sewer Cuiverts Culvert / Orifice Structures Weir Structures [A] [Bl [C] [A] [B] [C] Rise (in) = 24.0 0.0 0.0 Crest Len (ft) = 0.0 0.0 0.0 Span (in) = 24.0 0.0 0.0 Crest El. (ft) = 0.00 0.00 0.00 No. Barrels = 1 0 0 Weir Coeff. = 3.00 3.00 3.00 Invert El. (ft) = 743.50 0.00 0.00 Eqn. Exp. = 1.50 1.50 1.50 Length (ft) = 25.0 0.0 0.0 Multi -Stage = No No No Slope (%) = 0.01 0.00 0.00 N-Value = .013 .013 .013 Orif. Coeff. = 0.60 0.60 0.60 Multi -Stage = ---- No No Tailwater Elevation = 0.00 ft Note: All outflows have been analyzed under inlet and outlet control. Stage / Storage / Discharge Table Stage Storage Elevation Culy. A Culy. B Culy. C Welr A Weir B Weir C Discharge (ft) (cuft) (ft) (cis) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 0.0 00 743.50 0.00 --- --- --- --- --- 0.00 0.1 13 743.55 0.84 - -- --- -- -- 0.84 0.1 26 743.60 3.38 --- --- -- -- --- 3.38 0.2 39 743.65 4.14 - - - --- - 4.14 0.2 52 743.70 4.78 - - - - - 4.78 0.3 65 743.75 5.35 - - -- - - 5.35 0.3 77 743.80 5.86 --- -- -- --- --- 5.86 0.4 90 743.85 6.33 - - - --- -- 6.33 0.4 103 743.90 6.76 --- -- --- -- -- 6.76 0.5 116 743.95 7.17 -- --- --- -- --- 7.17 0.5 129 744.00 7.56 --- --- --- --- --- 7.56 0.6 237 744.10 8.29 - - - - - 8.29 0.7 345 744.20 8.95 --- --- --- --- --- 8:95 0.8 454 744.30 9.57 - - - - --- 9.57 0.9 562 744.40 10.15 -- --- --- --- -- 10.15 1.0 670 744.50 10.70 -- -- -- -- - 10.70 1.1 778 744.60 11.22 -_ ___ __ _- - 11.22 1.2 886 744.70 11.72 -- - - - - - 11.72 1.3 995 744.80 12.19 -- --- --- --- --- 12.19 1.4 1,103 744.90 12.65 --- --- --- --- - 12.65 1.5 1,211 745.00 13.10 --- --- -- --- - 13.10 1.6 1,461 745.10 13.53 - --- - -- - 13.53 1.7 1,711 745.20 13.95 - --- --- - - 13.95 1.8 1,961 745.30 14.35 -- --- -- --- -- 14.35 1.9 2,211 745.40 14.74 --- --- --- - - 14.74 2.0 2,461 745.50 15.13 -- --- -- --- --- 15.13 Continues on next page... • • Sanaary Sewer Culverts Page 2 Stage / Storage / Discharge Table Stage Storage Fievation Cuiv. A Cuiv. B Cuiv. C Weir A Weir B Weir C Discharge (ft) (Cuft) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 2.1 2,711 745.60 15.86 - --- -- - - 15.66 2.2 2,961 745.70 16.57 -- -- --- --- - 16.57 2.3 3,211 745.80 17.24 --- --- --- --- -- 17.24 2.4 3,461 745.90 17.89 -- - - - - 1 T.89 2.5 3,711 746.00 18.52 - - - --- - 18.52 2.6 4,115 746.10 19.13 -- - --- -- - 19.13 2.7 4,519 746.20 19.72 --- -- --- -- - 19.72 2.8 4,923 746.30 20.29 --- --- --- -- -- 20.29 2.9 5,327 746.40 20.85 - - - --- - 20.85 3.0 5,732 746.50 21.39 - -- -- --- - 21.39 3.1 6,136 746.60 21.92 -- --- --- --- - 21.92 3.2 6,540 746.70 22.43 - --- --- --- - 22.43 3.3 6,944 746.80 22.94 - - -- --- - 22.94 3.4 7,348 746.90 23.43 --- -- --- --- --- 23.43 3.5 7,752 747.00 23.91 - --- - - - 23.91 3.6 8,407 747.10 24.39 - -_ - -- - 24.39 3.7 9,063 747.20 24.46 -- ___ - --- - 24.46 3.8 9,718 747.30 25.17 -- --- --- -- - 25.17 3.9 10,373 747.40 25.76 - - -- - - 25.76 4.0 11,028 T47.50 26.20 -- --- --- -- - 26.20 4.1 11,684 747.60 26.63 -- --- --- --- -- 26.63 4.2 12,339 747.70 2T.06" - -- -- --- --- 2T.06 4.3 12,994 747.80 27.47 - - - - - 27.47 4.4 13,650 747.90 27.89 --- -- --- --- -- 27.89 4.5 14,305 748.00 28.30 - -- -- -- - 28.30 4.6 15,215 748.10 28.70 -- --- -_ __ __ 29.70 4.7 16,126 748.20 29.09 - - -- - -- 29.09 4.8 17,036 748.30 29.48 --- -- -- --- -- 29.48 4.9 17,947 748.40 29.87 - - --- -- - 29.87 5.0 18,857 748.50 30.25 - --- --- --- - 30.25 5.1 19,767 748.60 30.62 - - --- - - 310•62 5.2 20,678 748.70 31.00 - --- -- -- - 31.00 5.3 21,588 748.80 31.36 --- --- -- --- - 31.36 5.4 22,499 748.90 31.73 --- --- -- --- --- 31.73 5.5 23,409 749.00 32.08 -- --- --- --- -- 32.08 Stage / Discharge 6- 5- 4- Stage (ft) 3 2 1 00 10 20 30 40 Discharge (cfs) • Stage (ft) Stage / Storage rd 0 5000 10000 15000 20000 25000 Storage (cuft) I , 0 • Hydrograph Report Page 1 Hyd. No. 15 2-yr San. Sew. Culvt Hydrograph type = Reservoir Peak discharge Storm frequency = 2 yrs Time interval Inflow hyd. No. = 4 Reservoir name Max. Elevation = 745.91 ft Max. Storage Storage Indication method used. Hydrograph Discharge Table Time Inflow Elevation (hrs) (cfs) (ft) 0.15 14.28 744.50 0.17 15.86 744.71 0.18 17.45 744.95 0.20 19.03 745.10 0.22 20.62 745.24 0.23 22.21 745.41 0.25 23.79 << 745.60 0.27 22.21 745.75 0.28 20.62 745.85 0.30 19.03 745.90 0.32 17.45 745.91 << 0.33 15.86 745.88 0.35 14.28 745.82 0.37 12.69 745.73 0.38 11.10 745.63 0.40 9.52 745.50 0.42 7.93 745.35 0.43 6.34 745.18 0.45 4.76 744.98 0.47 3.17 744.54 ... End = 17.96 cfs = 1 min = Sanitary Sewer = 3,488 cult Total Volume = 21,445 cult, 0.492 acft Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 10.68 ----- ----- ----- ----- ----- 10.68 11.77 ----- ----- ----- ---- ---- 11.77 12.88 ----- ----- ----- ----- ----- 12.88 13.53 ---- ---- ----- ----- ---- 13.53 14.12 ----- ----- ---- ---- 14.12 14.78 ----- ----- ----- ----- 14.78 15.83 ----- ----- ----- ----- ----- 15.83 16.93 ----- ----- ---- ---- 16.93 17.59 ----- ----- --- ----- ---- 17.59 17.92 ----- ----- ----- ---- ----- 17.92 17.96 ---- ----- --- ----- --- 17.96 << 17.77 ----- ----- ----- ----- ---- 17.77 17.38 ---- ---- ----- - 17.38 16.80 ----- ---- ---- 16.80 16.05 ---- ----- ---- ----- ---- 16.05 15.12 ----- ----- ---- ----- ----- 15.12 14.56 ---- ----- --- ----- ----- 14.56 13.87 --- ---- ---- -- 13.87 13.03 ----- ----- ---- ----- ----- 13.03 10.91 ----- ----- ----- ----- ----- 10.91 H d ro ra h Re of Y 9 p p • Page 1 Hyd. No. 14 10-yr San. Sew. Culvt Hydrograph type = Reservoir Storm frequency = 10 yrs Inflow hyd. No. = 5 Max. Elevation = 746.75 ft Storage hdi=tion method used. Hydrograph Discharge Table Peak discharge Time interval Reservoir name Max. Storage = 22.68 cfs = 1 min = Sanitary Sewer = 6,739 cult Total Volume = 30,045 cult, 0.690 acft Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 0.12 15.57 744.53 10.88 --- ---- ----- ----- ---- 10.88 0.13 17.79 744.82 12.28 ----- ----- ----- ---- ---- 12.28 0.15 20.02 745.07 13.39 --- ----- ----- --- ---- 13.39 0.17 22.24 745.24 14.12 ---- ----- ---- ----- ---- 14.12 0.18 24.47 745.46 14.96 ---- ----- ----- ----- ---- 14.96 0.20 26.69 745.69 16.51 ---- ---- --- ----- ----- 16.51 0.22 28.91 745.94 18.16 ----- ----- ----- ----- ---- 18.16 0.23 31.14 746.13 19.32 ---- ----- ----- ---- ----- 19.32 0.25 33.36 << 746.32 20.38 ----- ----- --- ---- ---- 20.38 0.27 31.14 746.49 21.31 ----- ----- ----- ----- ----- 21.31 0.28 28.91 746.61 21.97 --- --- - --- -- 21.97 0.30 26.69 746.69 22.40 --- ----- -- ---- ---- 22.40 0.32 24.47 746.74 22.63 --- ----- ----- ----- ---- 22.63 0.33 22.24 746.75 << 22.68 ---- ----- ---- ----- ----- 22.68 << 0.35 20.02 746.73 22.57 --- ----- -- ----- ----- 22.57 0.37 17.79 746.67 22.30 ---- ----- --- ----- ---- 22.30 0.38 15.57 746.59 21.89 ---- ----- --- ---- ---- 21.89 0.40 13.34 746.49 21.33 ----- ----- ----- ----- --- 21.33 0.42 11.12 746.36 20.62 ---- ----- ----- ----- - -- 20.62 0.43 8.90 746.21 19.76 -- ----- ----- ----- -- 19.76 0.45 6.67 746.04 18.75 ----- ----- ----- ---- --- 18.75 0.47 4.45 745.76 17.00 ----- ----- ---- ----- ---- 17.00 0.48 2.22 745.46 14.98 -- ----- ---- ---- --- 14.98 0.50 0.00 745.14 13.71 ----- ----- -- ----- - - 13.71 0.52 0.00 744.63 11.39 -- ---- --- ----- ---- 11.39 .End Hydrograph Report Page 1 Hyd. No. 13 100-yr San. Sew. Culvt Hydrograph type = Reservoir Peak discharge = 27.45 cfs Storm frequency = 100 yrs Time interval = 1 min Inflow hyd. No. = 6 Reservoir name = Sanitary Sewer Max. Elevation = 747.79 ft Max. Storage = 12,952 cult Storage Indication method used. Total Volume = 42,664 cult, 0.979 acft Hydrograph Discharge Table Time Inflow Elevation Culv. A Culy. B Cum C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 0.08 15.77 744.43 10.31 ----- ----- ----- ---- ---- 10.31 0.10 18.92 744.77 12.06 ----- ----- ----- ----- ----- 12.06 0.12 22.07 745.09 13.47 ---- ----- ----- ----- ----- 13.47 0.13 25.22 745.32 14.43 --- ----- ---- ----- ---- 14.43 0.15 28.38 745.60 15.86 ----- ----- ---- ---- ---- 15.86 0.17 31.53 745.91 17.97 ----- ---- ----- ----- ----- 17.97 0.18 34.68 746.16 19.48 ---- ----- ---- ----- ----- 19.48 0.20 37.84 746.40 20.84 --- ----- ----- ---- ---- 20.84 0.22 40.99 746.66 22.25 ----- ----- ----- ----- ----- 22.25 0.23 44.14 746.95 23.69 ----- ----- ----- ----- ---- 23.69 0.25 47.30 << 747.17 24.44 ----- ----- --- ---- 24.44 0.27 44.14 747.36 25.52 -- ----- ---- ----- ----- 25.52 0.28 40.99 747.51 26.25 ---- ---- ----- ----- ---- 26.25 0.30 37.84 747.63 26.76 ---- ----- ----- ----- ----- 26.76 0.32 34.68 747.72 27.12 - ----- ----- ----- ---- 27.12 0.33 31.53 747.77 27.35 --- ---- ---- ---- --- 27.35 0.35 28.38 747.79 << 27.45 -- ----- ----- ---- ---- 27.45 << 0.37 25.22 747.79 27.42 ----- ----- ----- ----- ----- 27.42 0.38 22.07 747.75 27.28 ---- ---- ---- ---- ----- 27.28 0.40 18.92 747.69 27.02 -- ---- -- - -- ----- 27.02 0.42 15.77 747.61 26.65 ----- ----- ----- ----- ---- 26.65 0.43 12.61 747.49 26.17 ---- ---- ---- ----- --- 26.17 0.45 9.46 747.36 25.51 --- ----- --- ----- --- 25.51 0.47 6.31 747.20 24.47 ---- ----- ---- --- --- 24.47 0.48 3.15 747.02 24.02 --- --- --- -- - --- 24.02 0.50 0.00 746.72 22.51 ----- ----- ----- ----- --- 22.51 0.52 0.00 746.39 20.81 ---- ----- ---- ----- 20.81 0.53 0.00 746.10 19.11 --- ----- --- ---- ----- 19.11 0.55 0.00 745.73 16.75 ----- ----- ----- ----- ----- 16.75 0.57 0.00 745.35 14.55 ----- ----- ----- ----- ---- 14.55 0.58 0.00 745.02 13.18 ---- ----- ----- ----- --- 13.18 0.60 0.00 744.40 10.13 -- ----- ----- ----- --- 10.13 ... End TEMPORARY SEDIMENT BASIN COMPUTATIONS I • 1992 TEMPORARY SEDIMENT BASIN DESIGN DATA SHEET (with or without an emergency spillway) Project �(C� &kFns--7 Basin # Location Cop,lee, Total area draining to basin: acres. Basin Volume Design Wet Storage: 3.14 1. Minimum required volume = 67 cu. yds. x Total Drainage Area (acres). 67 cu. yds. x � 5.1 - acres = IZ 12 ,1 cu. yds. 2. Available basin volume = �212 ,�l cu. yds. at elevation. (From storage - elevation curve) 3. Excavate cu. yds. to obtain required volume*. * Elevation corresponding to required volume = invert of the dewatering orifice. 4. Available volume before cleanout required. 33 cu. yds. x ` , � acres = 3 cu. yds. 5. Elevation corresponding to cleanout level (From Storage - Elevation Curve) 6. Distance from invert of the dewatering orifice to cleanout level (Min. = 1.0 ft.) Dry Storage: 7. Minimum required volume = 67 cu. yds. x Total Drainage Area (acres). 67 cu. yds. x `'6 - � acres = \ZIZ I cu. yds. 1992 3.14 8. Total available basin volume at crest of riser* _ %4,"20 cu. yds. at elevations. (From Storage - Elevation Curve) * Minimum = 134 cu. yds./acre of total drainage area. 9. Diameter of dewatering orifice = in. 10. Diameter of flexible tubing = _��_in. (diameter of dewatering orifice plus 2 inches). PreliminaEy Design Elevations 11. Crest of Riser =_ Top of Dam r�7 1 Design High Water = -l'1 Upstream Toe of Dam Basin Shape 12. Lenfth of Flow �7 \ O r L = rf Effective Width o 'p We If > 2, baffles are not required V/ If < 2, baffles are required Runoff 13. Q2 = 712,00 cfs (From Chapter 5) 14. Q25 = '�2?? - cfs (From Chapter 5) Principal Spillway Design 15. With emergency spillway, required spillway capacity Qp = Q2 = cfs. (riser and barrel) ( Without emergency spillway, required spillway capacity Qp = Q25='Scfs. (riser and barrel) • • 1992 3.14 16. With emergency spillway: Assumed available head (h) = ft. (Using Q2) h = Crest of Emergency Spillway Elevation - Crest of Riser Elevation Without emergency spillway: Assumed available head (h) _ b ft. (Using Q25) h = Design High Water Elevation - Crest of Riser Elevation 17. Riser diameter (Dr) = � g in. Actual head (h) = 0 ft. (From Plate 3.14-8.) Note: Avoid orifice flow conditions. 18. Barrel length (1) /I_ Head (H) on barrel through embankment = `c - s ft. (From Plate 3.14-7). 19. Barrel diameter = in. (From Plate 3.14-B [concrete pipe] or Plate 3.14-A [corrugated pipe]). 20. Trash rack and anti -vortex device Diameter = _12 inches. Height = Z ( inches. (From Table 3.14-D). Emergency Spillway Design 21. Required spillway capacity Qe = Q25 - Qp = cfs. 22. Bottom width (b) = ft.; the slope of the exit channel (s) _ ft./foot; and the minimum length of the exit channel (x) _ ft. (From Table 3.14-C). i • 3.14 1992 Anti -Seed Collar Design 23. Depth of water at principal spillway crest (Y) Slope of upstream face of embankment (Z) _ 1 Slope of principal spillway barrel (Sb) _ % Length of barrel in saturated zone (L) = ft. 24. Number of collars required = dimensions = (from Plate 3.14-12). Final Design Elevations 25. Top of Dam = jej Design High Water = -14M Emergency Spillway Crest = (mil A Principal Spillway Crest = -145_ Dewatering Orifice Invert = Cleanout Elevation c!2 Elevation of Upstream Toe of Dam or Excavated Bottom of "Wet Storage Area" (if excavation was performed) _ s 4 I4co.s = 3 Stage (ft) U 2•0= '1 � •� 2 l Stage / Storage V`t s-t man or-j 11 1 F�-EV�.Z1oN aeAQ t(o, 121 --20000 T 40000 600001 80000 32,Z&2 6, -�V, (0 0 52 Storage (cult) 03/20/1994 06:13 15407224 GREENWAY ENGINONG PAGE 02 feVuest For Site Plan Comments Frederick CQuEjtV inspections Department Frederick County Inspections Dept. Ann: Wilding OfFcsal 107 Werth Kent Street star, VA 22601 (W) 865-5650 Hand deliver to: 107 N. Kent Street Fourth Floor Winchester, VA (540) 665-565-0 Please fill out the irrformation as accurately as possible in order to assist the agency with their review. Please attach on (1) copy of the site plan with this sheet. - --Appriicaffs Name, Address: -Gmenway En ineerin 151 Windy Hill Lane W ncheste—r. VA 22 Phone Number: 540 662-4185 FaX 540 722-9528 Name of development andlor description cf the request. Faith Baptist Church Location of property: Double Church Rd Frederick Co. Comments are on to back of this form inspections Department's Comments: ... , ;� j Date apprcvcci �• ,� , +�lie, e r :�,1 _'LF��R6'��".�� � r ��'k.la� ,p�', `Y k. •'ter . �+., . 03/20/1994 06:13 1540722c08 GREENWAY ENGIANG PAGE 03 Structure 11 c�ly with The Virgirda Uniform Statewide Building ode and section 303, usa group A (Assembly) of The BOCA National. &AIdi.ng code/1996. other codes that apply are CABO A117.1-92 Accessible and Usable Buildings and Facilities. He Parking and building access appears to be in ccarpliance. s Request For Site Plan Comments Frederick County Fire Marshal Mail to: Hand deliver to: Frederick County Fire Marshal 107 N. Kent Street Attn: Director of Engineering First Floor 107 North Kent Street Winchester, VA Winchester, VA 22601 (540) 665-6350 (540) 665-6350 Please Tiff out the information as accurately as possible in order to assist the agency with their review. Please attach two (2) copies of the site plan with this sheet. Applicant's Name: Greenway Engineering Address: 151 Windy Hill Lane Winchester, VA 22602 Phone Number: (540) 662-4185 Fax (540) 722-9528 Name of development and/or description of the request: Faith Baptist Church Location of property: Double Church Rd, Frederick Co. Fire Marshal's: Kequest t-or bite t'tan Lomments COUNTY OF FREDERICK, VIRGINIA FIRE MARSHAL'S OFFICE LAND DEVELOPMENT COMMENTS Control No. SP99-0011R Date Received 3/10/99 Date Reviewed 3/10/99 Applicant Greenway Engineering Plan Rev. Date: Address 151 Windy Hill Lane Winchester, Va. 22602 Project Name Faith Baptist Church, Stephens City Phone No. 540-662-4185 Type of Application Site Plan Current Zoning RA 1st Due Fire Co. 11 1st Due Rescue Co. 11 Election District Opequon Tax I.D. No. 86-72 RECOMMENDATIONS Automatic Sprinkler System XX Residential Sprinkler System Automatic Fire Alarm SystemXX Other REQUIREMENTS Emergency Vehicle Access Adequate XX Inadequate Not Identified Fire Lanes Required Yes XX No Comments Roadway/Aisleway Widths Adequate XX Inadequate Not Identified Special Hazards Noted Yes No XX Comments Hydrant Locations Adequate XX Inadequate Not Identified Siamese Location Adequate Inadequate Not Identified XX Additional Comments Attached? Yes No XX Plan Approval Recommended? Yes XX No Signature Request For Site Plan Comments Frederick County Sanitation Authority Mail to: Hand deliver to: Frederick County Sanitation Authority 315 Tasker Road Attn: Engineer Director Stephens City, VA P.O. Box 1877 (540) 868-1061 Winchester, VA 22604 (540) 868-1061 Please fill out the information as accurately as possible in order to assist the agency with their review. Please attach two (2) copies of the site plan with this sheet. Applicant's Name Address: Phone Number: Greenway Engineering 151 Windy Hill Lane Winchester, VA 22602 (540) 662-4185 Name of development and/or description of the request: Fax (540) 722-9528 Faith Baptist Church Location of property: Double Church Road, Stephens City Frederick County Sanitation Authority's Comments: 17a�7 N.E.7zj ,q,�COgD,�D F.QS�•X,E�Ts' S,FiVIj �L1 F_ - / FGLL S�'T i°�i'��iTS' icy ['ofiPD'T�F,� Ais c o� PR vJ.ccr - L��'L�a COMMONWEALTH of V1RQ1N1A DEPARTMENT OF TRANSPORTATION AVID R. GlrHR EDINBURG RESIDENCY D AVIDGVCOMMISSIONER 14031 OLD VALLEY PIKE P.O. BOX 278 EDINBURG, VA 22624-0278 March 26, 1999 Mr. Gary Oates, Site Planner C/O Greenway Engineering 151 Windy Hill Lane Winchester, VA 22602 Dear Gary: JERRY A. COPP MIDENT ENGINEER TELE(540)99a.5800 FAX (540J 9ei.eeor Ref: Faith Baptist Church Route 641 (Double Church Road) Frederick County We have received your revised site plan dated March 25, 1999 for the referenced project. It appears all of our earlier review comments have been satisfactorily addressed. Please advise the owner of our approval. Also please provide seven sets of approved construction plans with signed seal for VE)OT distribution. The appropriate land use permit may now be applied for to cover work within the Route 641 right-of-way. The permit is issued by this office and will require a minimum processing fee, surety bond coverage, and the salary & expenses of a State assigned Inspector. A copy of any/all plats of dedication for drainage easements or additional right-of-way required for implementation of this proposed project should be provided to VDOT prior to issuance of any land use permits. Dedication should' be made to the Commonwealth of Virginia. Once satisfactory application has been made, a permit will normally take approximately thirty days to process and issue. Should you have any questions, do not hesitate to call. Sincerey, 1 "V IJ . Engineer Barry J. Sweltzer, Trans. Roa wad g For: Steven A. Melnikoff, Transportation Engin( B J Slrf xc: Mr. Dave Heironimus Mr. Kris Tierney V.D.C.-I. Permits & Su��doz;50 o0 so lidinburcg Reoid0n�',y sf Read Pa > cPt• M JR WC C G VBJS WC KEEP VIRGINIA MOVING I00 'd 9Lb6 63G H:2I I11H1) 66 ,6Z-1IdV r 0 • Reguest for Site Plan Commer►ts Virginia Department of Transportation. Mail to: Virginia Department of Transportation Attn: Resident Engineer P.O. Box 278 Edinburg, Virginia 22824-0278 (540) 984-5600 Hand deliver to: Virginia Department of Transportation 1550 Commerce Street Winchester, VA (540) 722-3460 please fill cut the information as accurately as possible in order to assist the Virginia Department of Transportation with their review, Please attach five (5) copies of the site plan with traffice generation data and drainage calculations with this sheet_ Applicant's Name: Address: Phone Number: Greenway Engineerin 151 Windy Hill Lane Winchester VA 22602 (540. Name of development and/or description of the request: Faith Baptist Church Location of property: Double Church Road, Stephen City Virginia Department of Transportation's Comments: See attached letter from VDOT to Greenway Engineering dated 03/26/99 IYI)OT use only, a:`1,•,.i�' '� • I � �T Data' �• Dau revisioi:receivcd rerxii :..............: ,.. .Ti;ta,pplctL,•• ... I .•• Ir�campictc-:.�;,z°;;.:>.:�: --'� <..::..•:,.:;.:,:.::.: �•.:� .. . • , :. DDate Signa=c acid part (revision) 03/26/9 Z00 'd 9 LI M HS b2:2I (nHI) 66 ,6Z-IldV • Off\ COUNTY of FREDERICK May 3, 1999 Mr. Mark D. Smith, P.E. Greenway Engineering 151 Windy Hill Lane Winchester, Virginia 22602 Re: Site Plan Comments - Faith Baptist Church Frederick County, Virginia Dear Mark: Department or PuNic 'Y'Yor'ss 54101665-5643 FAX: 540/ 673-0632 Upon review of the revised site plan dated March 25, 1999, all of our previous comments have been addressed. Therefore, we recommend approval of the subject site plan. If you have any questions, do not hesitate to contact me. Sincerely, Joe C. Wilder Engineering Technician Public Works cc: Chris Mohn, Frederick County Planning Department file 10'7 North ken! Street Vir;inin 22601-3000 GREENWAY ENGINEERING 151 Windy Hill lane Windiester, Virginia 22602 Founded in 1971 T R A N S M I T T A L Project Name: f—ffi l-t- Fax No.: Date: ❑���l�f To: T - -1L 0, -/ nNNIf�'a Attn: From: GREENWAY ENGINEERING Phone: 540-662-4185 FAX: 540-722-9528 Copied: Remarks: ❑ Urgent VFor your review ❑ As you requested ❑ Please Comment Message: 1 J �-t��': FT IV- �� z2Twz, Vl - t A - W h MI%G,DEVCLOMENT Engineers Surveyors Telephone 5110-662-4185 FAX 5,10-722-9528 greenway rt Visuallinl<.com i • /J7N GREENWAY ENGINEERING 151 Windy Hill lane %47 Winchester, Virginia 22602 Founded in On T R A N S M I T T A L Project Name:>4•`y��'-�'''" Fax No.. / Date: Attn:1��'C"�F"' Copied: % JJ_ From: GREENWAY ENGINEERING Phone: 540-662-4185 FAX: 540-722-9528 Remarks: Urgent For your review As you requested Please Comment Message: � ''F}`� r Engineers Surveyors Telephone 540-662-4185 FAX 540-722-9528 greenway@visuallink.com • GREENWAY ENGINEERING 151 Windy Hill lane %4*7 Winchester, Virginia 22602 Founded in 1971 T R A N S Project Name: Fax No.. Date: • M I T T A L To: From: Ann: GREENWAY ENGINEERING Phone: 540-662-4185 FAX: 540-722-9528 Copied: Remarks: Urgent For your review As you requested Please Comment Message: I.ngineers Surveyun Telephone 540-662-4185 FAX 540.722-9528 greenwayevisuallink.com • 0 COUNTY of FREDERRC3I Department of Planning and Development 540/665-56S1 11AX: 540/ 673-0632 April 9, 1999 Mr. Shane Rauch Greenway Engineering 151 Windy Hill Lane Winchester, VA 22602 RE: Faith Baptist Church, Site Development Plan 410-99 Dear Shane: I have had the opportunity to review the above referenced site plan submitted to our department on March 5, 1999. The following comments are offered and should be addressed during the revision of this site plan. I have also marked the enclosed plan for your use. 1) Please ensure that the engineer's certificate is signed. 2) Please include a space on the cover sheet labeled "Approved by the Zoning Administrator" for both the approval signature and date. 3) In the Project Information table on the cover sheet, please correct the street address associated with the project site. The provided address is recognized as the current mailing address of the Trustees of Faith Baptist Church. 4) Please correct the spelling of the magisterial district to read "Opequon" rather than "Opequion". This correction should occur on each sheet included with the site plan. 5) Please state the use, zoning, and Property Identification Number (PIN) of all properties adjoining the site that are located across the Route 641 right-of-way. Furthermore, the PINs identified on the cover sheet and site plan for both the subject property and adjacent properties are incomplete. Please include an "A" as the middle component of these identification numbers (i.e. 86-A-72). 6) Please delineate the 6.72-acre portion of the parcel that is proposed for development on the reduced plat shown on the site plan. 7) Please delineate the parking setback line on the site plan. This line should reflect the corresponding requirement stated on the cover sheet. Furthermore, please ensure that the rear setback requirement stated on the cover sheet corresponds correctly with the use of the property located adjacent to the rear boundary line. 107 North Kent Street - Winchester, Virginia 22601-5000 Faith Baptist Church Site Plan Review Page 2 April 9, 1999 8) Please extend the 5' sidewalk shown adjacent to the west row of parking spaces to "wrap" around both of the end spaces. Such an extension should ensure a more direct pedestrian link from the interior parking area to the church facility. Additionally, the second phase of parking shown on the site plan should include a continuation of the sidewalk that would terminate at the southernmost row of parking spaces. 9) Please provide a concrete apron adjacent to the entrance to the dumpster enclosure. The inclusion of such an apron is necessary to ensure adequate support for refuse collection vehicles serving the site. 10) In the Project Information Table on the cover sheet, please correct the maximum height requirement to accurately reflect the standards of the RA (Rural Areas) Zoning District. Furthermore, the text regarding building height should be changed from "Proposed" to "Provided" and the applicable unit of measure should be stated. Furthermore, please identify the height of each building section shown on the site plan. 11) Please state the gross floor area of both the principal church facility and future expansion buildings on both the cover sheet and site plan. 12) Please delineate the location of Brandy Lane adjacent to the project site and ensure its appropriate identification on the site plan. 13) Please identify the posted speed limit of Brandy Lane, if applicable. 14) Please identify the width of the site entrance shown on the site plan. 15) Please delineate the location of all fire lanes on the subject property in accordance with the requirements of the Fire Marshall. 16) On the cover sheet, please identify the total number of parking spaces provided for the facility following completion of both Phase 1 and Phase 2 development. The number of handicapped spaces required for the initial phase of development should be corrected from three (3) to four (4). Furthermore, the number of spaces identified for the south row of the Phase 1 parking area should be corrected to reflect the use of a space as a dumpster pad. The site plan indicates that the Phase 1 parking area will be reconfigured to accommodate Phase 2 improvements. Due to this overlap, it is recommended that two site plan sheets be utilized to clearly indicate the limits of each phase of development and the corresponding parking areas. Such graphic delineation would enable a clarified vision of the proposed configuration of the parking area(s) and ensure an accurate evaluation of conformance with applicable requirements. • 0 Faith Baptist Church Site Plan Review Page 3 April 9, 1999 17) Please provide a striped "island" at the east end of each interior parking bay. The employment of such features will serve to more clearly delineate individual parking bays and ensure safe traffic circulation. 18) Please provide an evergreen hedgerow along the length of the north row of parking spaces to mitigate the impacts of headlight glare on Brandy Lane and adjoining residential properties. This hedgerow should be thirty-six (36) inches in height at the time of planting. Furthermore, although it is not formally required, the applicant is encouraged to plant canopy trees along the perimeter of the parking area. Such plantings would effectively serve to reduce the reflected heat from parking lot pavement and further enhance the overall appearance of the site. Please include a planting schedule to reflect the installation of the hedgerow as well as any additional landscaping proposed by the applicant. After you have revised the site plan, please resubmit one copy so that I may verify the information contained on the plan. I will then need all approved review agency comment sheets and five copies of the final site plan for approval. Comment sheets are required from the following agencies: the Virginia Department of Transportation, the Frederick County Sanitation Authority, the Frederick County Inspections Department, the Frederick County Engineer, and the Frederick County Fire Marshal. Please contact me if you have any questions regarding this letter. Sincerely, Christopher M. Mohn Planner II CMM/rsa Enclosure U.IChrisleommonOte Planlfaith Gaptist.spnwpd • SITE PLAN CHECKLIST The checklist below indicates all the information that needs to be submitted as part of the site plan application. All required information must be submitted prior to the final approval of any site plan_ The Department of Planning and Development will review the application to ensure that it is complete. If any portion is not included or complete, the site plan application will not be accepted and retumed to the applicant(s). Site Plan Package 1. One set of approved comment sheets are required from the following review agencies prior to final site plan approval. It is recommended that applicants contact the Department of Planning and Development to determine which review agencies are relevant to their site plan application. Virginia Cecartment of Transportation (VDCT) Fredenck County Sanitation Authority Department of Planning and Development Inspections Department Frederick County Enc7neer (Public Works) Fredenck County Fire Marshal Oepartrnent of Parks and Recreation 2. One copy of the Site Plan application 3 4 5 Five Copies of the Final Site Plan for approval One reproducible copy of the Site Plan (if required) A 35mm slide of the Site Plan (if required) 8 County Health Cepartment City of Winchester Town of Stephens City Town of Middletown AirportAuthority Sod 3 Water Conservation Cistrict n Site Plan Information Checklist The following information must be included on your site plan. If your site plan is incomplete or is missing information, it will not be reviewed and returned to you for revisions. Administrative Information Y N J1 Name of proposed development. 2. Name, address, and phone number of owner. 3. Name, address, and phone number of developer. 4. Name, address, and phone number of designer. Certificate of surveyor, engineer, or architect.' Date plan prepared and date of revisions. Jltlr� 7. A listing of all conditions placed on the site as a result of a conditional use permit or ccnditianal zoning approval. 8O A space labeled 'Approved by the Zoning Administrator for the approval signature and date of approval. t. A description of setbacks or conditions placed on the site as a result of a variance approval. (Reference the variance application number.) General Site Information Y N 10. Location map (scale 1:2000) 11 Magisterial District T,,— ---N ��\� � . 12. Scale of site plan (not to exceed 1:50) 13. North Arrow 14. Zoning of site 15 Use, zoning, and Propeml Identification Number (PIN#) of all adjoining properties. This includes properties located across right-of-ways, streams, and railroad tracks. 16. Surveyed boundaries for all lots and parcels.��`b • 1, General Site (can't1 Y N —_ 17. 18 lath 19. 20.. (0 22 �+••4 7rcww+p 23. f 24. J --- 25. 26. 8uildina Information Y N Acreage of all lots included in the plan. The location and dimensions of all required setbacks and yard areas. The location and type of all dwelling units. Location and description of all recreation facilities. Location of sidewalks and pedestrian ways.'`-'" Location and area of common open space. The location, height, and dimensions of all signs. Location, height, and specifications of outdoor lighting fixtures. Locaticn and nature of outdoor storage areas. 1 Location of outdoor trash receptacles and dimensions of structure (fencing, etc.) required to enclose receptacles.\%I" I\, S� C-0 The height of all buildings and structures.",'```'`"� e" 28. Location of all buildings, structures and us'es. ;' °�°°�s 29. The proposed use of each building, structure and area.zn ©0 Ground floor area and total floor area of all buildings with AR .- calculations for commercial and cindustrial zoning ildistricis. --k"-*\) ','---'bc. Ei.�- �•... �-•.�_ '7-\bec u.r�,,.. � ��VL O.eW c-........a-y. Roads \,.. 5:� ...a �...,.� �-�� �.�,_ e • Y N 31 Name and number of existing and planned streets on and adjoining the site. 32. Location of existing and planned streets on and adjoining the site. 33. Posted speed limit of existing adjacent roads. 34 Locaticn and dimensions of all proposed entrances from public right-of-ways. IU 35. Location of all entrances on adjoining roads within 200 feet of the proposed or existing entrance. 38. Dimensions, boundaries, width, pavement, and construction of planned roads. Utllitles Y N ---. 37. Location of all utilities, including sewer and water lines with the --- size of lines, mains, and laterals. — 38. Location and width of all easements, including access, utility, and drainage easements. 39. t Location and nature of fire lanes, fire hydrants, and all other facilities necessary to meet Fire Code requirements. Parking Y N 40. Calculations describing the required number of parking and loading spaces. 41. Location and dimensions of all parking and loading 'spa ec s, driveways, parking aisles, curbing and other features to be d.—t^\"'�i 42. Location and dimension of all disabled parking spaces and ramps. ��.�._, �o"A 1 Natural Features b",�`^ '•'v'-�J^" \ Y N 43. Existing and finished contour lines. 44. Location of steep slopes, woodlands, Moodplains, wetlands, sinkholes, and other environmental features. '� 45. Location of streams and drainage ways. • • 1 Landscaping Y N O 47. Erosion and Sediment Control Y . N Landscaping plan describing location and types of plants to be used. Location of required buffers a d screenin ' s 9 h ' 6- a s s on or profiles. 48. A stormwater management plan with run off calculations and location and description of facilities to be used. 49. Soil erosion and sedimentation control plan describing the location and methods to be used to minimize erosion and sedimentation during development. 12 Mar COMMONWEALTH of VIRCjINIA DEPARTMENT OF TRANSPORTATION DAVID R. GEHR EDINBURG RESIDENCY JERRYA. COPP COMMISSIONER 14031 OLD VALLEY PIKE RESIDENT ENGINEER P.O. BOX 278 TELE (540) 984-5600 EDINBURG. VA 22824-0278 FAx(540)964-%07 March 10, 1999 Mr. Gary Oates, Site Planner Ref: Faith Baptist Church Greenway Engineering Route 651 (Double Church Road) 151 Windy Hill Lane Frederick County Winchester, VA 22602 Dear Gary: A VDOT review has been completed on the preliminary plan dated February 23, 1999 for the referenced project. Our comments are as follows and as shown in red on the enclosed plan sheet. Sheet 2 of 5 1. Could the 30" R.C.P. culvert O - © be located somewhat closer to VDOT right-of-way and positive drainage created away from the VDOT facility, Route 641 (Double Church Road)? Also, please provide an adequate drainage easement to the Commonwealth of Virginia to access and maintain flow to culvert. 2. Please provide a copy of the drainage calculations on culverts and stormwater management ponds. An earthen berm should be provided along Route 641, 2'+ above road surface to protect errant vehicles and provide a screen for stormwater management ponds. 3. The entrance pavement should be increased to 36' to allow for left and right turns out and maintain an inbound lane. 4. l-he WATS Study proposes a U2 typical section on 50' right-of-way for Route 641. Woodside has dedicated ten additional feet of right-of-way for road needs. This site plan should dedicate 10' of right-of-way to the Commonwealth of Virginia across the entire frontage. 5. Please assess the existing 42"x29" CMP culvert under Route 641 to determine the affect on site drainage discharge may have at the culvert. All comments shown in red on the plan sheets should be addressed. When all the above comments have been addressed, please provide one set of revised plans for review. Should you have any questions, do not hesitate to call. Sincercl +yn RECEIVE® MAR 11 1999 DEPBarry j. Sweitzer, Trans. Roadeer T.OFPLANNING/DEVELOPMENT For: Steven A. Melnikoff, Transportation Engineer BjS/rf Enclosures xc: Mr. Dave Heironimus Mr. Kris Tierney WE KEEP VIRGINIA MOVING Request For Site Plan Comments Department of Planning and Development Mail to: Hand deliver to: Department of Planning and Development 107 N. Kent Street Attn: County Planner Fourth Floor 107 North Kent Street Winchester, VA Winchester, VA 22601 (540) 665-5651 (540) 665-5651 Please fill out the information as accurately as possible in order to assist the agency with their review. Please attach two (2) copies of the site plan with this sheet. Applicant's Name: Greenway Engineering Address: 151 Windy Hill Lane Winchester, VA 22602 Phone Number: (540) 662-4185 Fax (540) 722-9528 Name of development and/or description of the request: Faith Baptist Church Location of property: Double Church Rd, Frederick Co. Planning and Development's Comments: RECEIVED MAR 0 4 1999 DEPT, OF PLANNING/DEVELOPMENT 16 • 1 051 3. SITE PLAN APPLICATION Project Title: Faith Baptist Church Location of Property Double Church Rd (street address) Stephen City, Va 22655 Property owner: Trustees of Faith Baptist Church Address: 104 Barkwood Drive - Stephens City, Va 22655 Telephone: 4. Applicant/Agent Address Telephone: 5. Designer: Address: Telephone: Contact: (540) 868-1795 Greenway Engineering 151 Windy Hill Lane Winchester, VA 22602 MAR 0 A 1999 pEPT.OF PLANNINGIDEVELOPMENT (540) 662-4185 Greenway Engineering 151 Windy Hill Lane Winchester. VA 22602 (540) 662-4185 Fax (540) 722-9528 Shane Rauch • • A 7a. 7b. 8. a) b) c) d) e) f) g) Is this an original or revised site plan? Total acreage of parcel to be developed: Total acreage of parcel: Property Information. Property Identification Number: Current Zoning: Present Use. Proposed Use. Adjoining Property Use(s) Adjoining Property Identification Number(s) Magisterial District(s) Original X 6.72 acres 14.475 acres Revised 86-72 g6-8-72 RA Vacant Church site ResidentialNacant 86-73 thru 75, 79, 70, 72B Opequion District I have read the material included in this package and understand what is required by the Frederick County Planning Department. I also understand that all required material will be complete prior to the submission of my site plan. Signature Date: 03/02/99